4 CHAPTER 1. PROPERTIES OF MATTER
should be at least four times this diameter; 60 mm is common. Gauge length
is used in ductility computations, as discussed in Section 6.6; the standard value is
50 mm (2.0 in.). The specimen is mounted by its ends into the holding grips of the
testing apparatus (Figure 6.3). The tensile testing machine is designed to elongate
the specimen at a constant rate and to continuously and simultaneously measure the
instantaneous applied load (with a load cell) and the resulting elongations (using an
extensometer). A stress–strain test typically takes several minutes to perform and is
destructive; that is, the test specimen is permanently deformed and usually fractured.
[The (a) chapter-opening photograph for this chapter is of a modern tensile-testing
apparatus.]
The output of such a tensile test is recorded (usually on a computer) as load
or force versus elongation. These load–deformation characteristics are dependent
on the specimen size. For example, it will require twice the load to produce the same
elongation if the cross-sectional area of the specimen is doubled. To minimize these
1214 in. 2
6.2 Concepts of Stress and Strain • 153
T
T
F
F
F
F
F
F
F
A 0
A 0
A 0
(a) (b)
(c) (d)
!
"
l l 0 l 0 l
Figure 6.
A standard tensile
specimen with
circular cross
section.
Figure 6.
(a) Schematic
illustration of how a
tensile load produces
an elongation and
positive linear strain.
Dashed lines
represent the shape
before deformation;
solid lines, after
deformation.
(b) Schematic
illustration of how a
compressive load
produces contraction
and a negative linear
strain. (c) Schematic
representation of
shear strain , where
!tan.
(d) Schematic
representation of
torsional
deformation (i.e.,
angle of twist )
produced by an
applied torque T.
f
ug
g
2"
Gauge length
Reduced section
2 "
"Diameter
"
1
4
3
4
(^38) Radius
0.505" Diameter
JWCL187_ch06_150-196.qxd 11/5/09 9:36 AM Page 153
Figure 1.2:Di erent types of load - Dashed lines represent the shape before deformation;
solid lines, after deformation.F= applied external force,A 0 = Area (before deformation)
on which the force is applied.l 0 = length before deformation andl= length after deforma-
tion. (a): Tensile load produces an elongation and positive linear strain, (b): Compressive
load produces contraction and a negative linear strain, (c): Schematic representation of
shear strain“=tan◊, (d): Torsional deformation (i.e., angle of twist„) produced by
an applied torqueT.(Picture courtesy :[ 1 ])
1.2.1 Tensile Test
Tension test can be used to ascertain several mechanical properties of materials that are
important in design. A specimen is deformed up to fracture, with a gradually increasing
tensile load that is applied uniaxially along the long axis of a specimen. A ‘dogbone’
shaped specimen configuration (Figure1.3) was chosen so that, during testing, deforma-
tion is confined to the narrow centre region (which has a uniform cross section along its
length). This choice also to reduces the likelihood of fracture at the ends of the specimen.
The specimen is mounted by its ends into the holding grips of the testing apparatus (Fig-